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0040 GALLAGHER LANE - Health
40 Gallagher Lane Marstons.Mills 012 006 003� 's •�`=�Y°FAQ``- CERTIFICATE OF ANALYSIS Pape 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 2/7/2008 Mark Dibb Order No.: G0844938 40 Gallagher Lane Marstons Mills, MA 02648 Laboratory ID#: 0844938-01 Description: Water-Drinking Water Sample#: Sampling Location: 40 Gallagher tin:Marstons Mills;MA Collected: 1/28/2008 Collected by: M.Dibb Received: 1/29/2008 !Routine +Ammonia ITEM RESULT UNITS RL MCL Method# Tested Ammonia ND mg/L 0.20 EPA 350.1 M 1/29/2008 Nitrate as Nitrogen 7.6 mg/L 0.10 10 EPA 300.0 1/29/2008 Copper ND mg/L 0.10 1.3 SM 311113 1/30/2008 Iron ND mg/L 0.10 0.3 SM 311113 1/30/2008 Sodium 16 mg/L 1.0 20 SM 311113 1/30/2008 Total Coliform Absent P/A 0 0 SM9223 1/29/2008 Conductance 160 umohs/cm 2.0 EPA 120.1 1/29/2008 pH 5.9 pH-units 0 SM 4500 H-B 1/29/2008 ter sample meets the recommended hmlts forr Wink�Fg water of all the tested parameters? Wa Approved By --.... -- ---�u•-� .._ .. (Lab D' ctor) :ems t'rt • . Q -0 zc fir, iV .- r7 J , y6 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 TONVN OF B STABLE LOCATION4 (9/1 r SEWAGE # 20�LIE 4 e VILLAGE M i ASSESSOR'S MAP & LOT WA h INSTALLER'S NAME&.PHONE NO. P.r N-1 6blic 45n(l 60) lo _P SEPTIC TANK CAPACITY LEACHING FACILITY: (type G size) &A6 NO.OF BEDROOMS 00 BUILDER OR OWNER S PERMITDATE:1JV !!�-0,45' _JCOMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �J q ' Is F; � t � CERTIFICATE OF ANALYSIS �, Page: 1 A - Barnstable County Health Laboratory �l,'FIl1S Report Prepared For: Report Dated: 2/7/2008 Mark Dibb Order No.: G0844938 40 Gallagher Lane Marstons Mills, MA 02648 Laboratory ID#: 0844938-01 Description: Water-Drinking Water Sample#: Sampling Location: 40 Gallagher Ln.Marstons Mills,MA Collected: 1/28/2008 Collected by: M.Dibb Received: 1/29/2008 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug1L 0.50 EPA 524.2 yn 1/29/2008 Chloromethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Vinyl chloride ND ug/L 0.50 2.0 EPA 524.2 yn 1/29/2008 Bromomethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,1,1,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,1,1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 1/29/2008 1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 1,1-Dichloroethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,1-Dichloroethene ND ug/L 0.50 7.0 EPA 524.2 yn 1/29/2008 1,1-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,2,3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,2,3-Trichloropropane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,2,4-Trichlorobenzene ND ug/L 0.50 70 EPA 524.2 yn 1/29/2008 1,2,4-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,2-Dibromo-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,2-Dibromoethane(EDB) ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 1/29/2008 1,2-Dichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 1,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,3,5-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,3-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 1,4-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 2,2-Dich1oropropane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 2-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 4-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Benzene ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 Bromobenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Bromochloromethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Bromodichloromethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Bromoform ND ug/L 0.50 EPA 524.2 yn 1/29/2008 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 jpF�A CEIRTIFICATE-OF--_ANALYSIS- _ _ _ -_- -Y - _-Page: 2 �o Barnstable County Health Laboratory 9ASG Report Prepared For: Report Dated: 2/7/2008 Mark Dibb Order No.: G0844938 40 Gallagher Lane Marstons Mills, MA 02648 Laboratory ID#: 0844938-01 Description: Water-Drinking Water Sample#: Sampling Location: 40 Gallagher Ln.Marstons Mills,MA Collected: 1/28/2008 Collected by: M.Dibb Received: 1/29/2008 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Carbon tetrachloride ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 Chlorobenzene `ND ug/L 0.50 100 EPA 524.2 yn 1/29/2008 Chloroethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Chloroform 6.7 ug/L 0.50 80 EPA 524.2 yn 1/29/2008 cis-1,2-Dichloroethene ND ug/L 0.50 70 EPA 524.2 yn 1/29/2008 cis-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Dibromochloromethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Dibromomethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Ethylbenzene ND ug/L 0.50 700 EPA 524.2 yn 1/29/2008 Hexachlorobutadiene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Isopropylbenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 Methyl-tert-butyl ether ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Naphthalene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 n-Propylbenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 p-Isopropyltoluene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 sec-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Styrene ND ug/L 0.50 100 EPA 524.2 yn 1/29/2008 tert-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 Toluene ND ug/L 0.50 1000 EPA 524.2 yn 1/29/2008 Total xylenes ND ug/L 0.50 10000 EPA 524.2 yn 1/29/2008 trans-1,2-Dichloroethene ND ug[- 0.50 100 EPA 524.2 yn 1/29/2008 trans-1,3-Dichloropropene ND ug/L. 0.50 EPA 524.2 yn 1/29/2008 Trichloroethene ND ug/L 0.50 5.0 EPA 524.2 yn 1/29/2008 Trichlorofluoromethane ND ug/L 0.50 EPA 524.2 yn 1/29/2008 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: (Lab D' ctor)) ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 No. has THE COMMONWEALTH OF MASSACHUSETTS FEE I� BOARD OF HEALTH t�l�rJ� o FarrislZtL� APPLICATION FOR D OSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components L ion D —6 A� ` C ner's e 4+ r �l / � �lajp/�cel# 9 70 j Addres Ldl# TelephOF !;R ist(al>ler'Na e �� /, Des' is N e MAddress Telephone# Telephone# Type of Building: Lot Size Sq.feet Dwelling—No.of Bed oms Garbage Grinder +—)- Other—Type of�di*ig No.of persons Showerst�-},-cafeteria-(--�' Other fixtures � Design Flow(min requ'red) —9-0 gpd Calculated design flow 39Z) gpd Design flow provided,37gpd Plan: Date / a Number of sheets Revision Date Title �D r✓ » CnhS /� Description of Soil(s) t �-Z s Z `� /Z� /�. f, Soil Evaluator Form No. Name of Soil Evaluuatorn Date of Evaluation J / o DESCRIPTION OF REPAIRS OR ALTERATIONS "l,InhalJ /'y (• �)C 10 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furlher agrees not to p1l ce the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed U v � 1. ' r Date � J �� In6kf ecitio FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 _ .'No. �jGS � J THE COMMONWEALTH OF,MASSAHU ETTS FEE r ���o.Ar��D: O F H/E/A/LT H v- OF 3� APPLICATION FOR D SPOSAI SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( )'Upgrade ( ) Abandon/( ) - ❑Complete System ❑Individual Components �1. -lam /hr f r' S! ✓a D 0 La ion ner's a e Ldl# _., -- -- 11 Telephone� Installer's Na a Desi er's N me .b( E`�O�c, h2�K " cJdi'e� iyY\ �21� A b G�/� K c /�1/� ' �... Telephone# *` a `z'" Telephone# y Type of Building: 7! I/ Lot Size 6 9l/ Sq.feet Dwelling`—No.of Bed ooms Garbage Grinder.•(-•-a„ Other—Type of Build* 9 No.of persons Showers-(--),Eafeteria-( -)- - Other fixtures 4 Design Flow(min.,requ'red) 33� gpd Calculated design flower gpd Design flow provided 3�gpd Plan: Date / OS Number of sheets 2, Revision Date x' Title r A I✓ ►-�s. C�i�f ✓7'i� -,, Description of Soil(s) A ^Z > S _ Soil Evaluator Form No. 4' Name of Soil Evaluator A-, /e, Date of Evaluation / LII A•I�( q , '' DESCRIPTION OF REPAIRS OR ALTERATIONS w The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE S and furthheerr agrees not to lace the tsystem/�in operation until a Certificate of Compliance has been issued by the Board of Health. SignedRo ,e - � V I (.�cav& Date J ` 'V 5 I sn pectin r ( r tAt FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. 000�-� /9 THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) . Complete System t 4 The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: vi/ti tt4 cloc-1r u0 // r I at ! 19�, &�G.s r Z.�.A jP AA J//C has been installed i accordance with the provisions of 310 Cy.R 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. 4;U09- /q dated 8 ? -JJ" Approved Design Flow3�(gpd) Installer ,-tS?.41 L Designer: r Inspec(or —Qu—k Date ���� r The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. �o�S ' L THE COMMONWEALTH OF MASSACHUSETTS FEE )�ar'A ) 46 ' BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at I-/& ba f/g ,, �� � � _ as described in the application for Disposal Sygtem Construction Permit No. J UO 5-419 dated �b i/o C' - t _ I Provided: Co struction shall be completed within three years of the date of this ,er it.Al�ocal conditions must be met. Date o - Board of Health 1 / FORM 2 - DSCP DEP APPROVED.FORM 5/96 FORM 1255 (REV 5/96) H&W H013BS&WARREN TM PUBLISHERS- BOSTON ti FROM CLIFFORD FAX NO. 15083984248 Aug. 11 2005 07:19AM P6 .ENV1907 ECH LABORA.TO.IUES, (NC, MA CF,9T.NO.:M-AM M3 8 jad Sebasd,,dn Px-- Unit#12 SandwicA, .MA 02563 (508)8884450 1-800-339 64G0 FAX(908)888-6446 CLIENT: Fred Clifford Well Drilling LOCATION: Lot 4 ADDRESS: PO Box 430 Gallagher Ln So Yarmouth MA Marstons Mills MA COLLECTED BY. Fred Clifford Well Drilling SAMPLE DATE: 6/26/2005 SAMPLE TIME: NIA WATER SAMPLE TYPE: Existing Well DATE RECEIVED: 6/27/2005 LAB I.D. #: 0506698 WELL SPECS.: N/A RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria / 100ml 0 0 9222 B 6/27/2005 pH pH units 6.5-8.5 5.53 4500 H+ 6/27/2005 Conductance umhos/cm 500 226 120.1 6/27/2005 Nitrate-N mg1L 10.0 3.13 300.0 6/27/2005 Nitrite-N mg/L 1.00 <0.004 300.0 6/27/2005 Sodium mg/L 20.0 24.7 200.7 6/27/2005 Iron mg/L 0.3 <0,1 200.7 6/27/2005 Manganese mg/L 0.05 0.021 200.7 6/27/2005 COMMENTS: Low pH indicates high corrosive characteristics. Sodium level is not a health hazard. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <= Less than >=Greater than TNTC=Too numerous to count - ^.. Dafe � 0 � R641d J. Saapf- Laboratory D ctor 4 , GROUNDWATER GiourdwaterAnayil,inc, P.O.BdDc 1200 ANALYTICAL 228 Main streat Buzzards Bay,W+a Taf®phone(OBE)To"441 FAX(50)159.4475; April 5,2001 ' i Mr. Ron Saari Envirotech laboratories j 449 Route 130 Sandwich, MA 02553 Proiect Cliff at 4 allagher Lab 1D.- 3" Sampled. 43�25� i Dear Ron: Enclosed is the VolotdaJD19abLics performed for the above referenced project. This projel�ct was processed for Priority One Week turruiround. This letter authorizes the release of the analytical results, and should be considered a part of t�is report, This report contains a project narrative indicating project changes and non-conformancm,a brief description of the Quality Assuranc&Quality Control procedures employed by our laboratory, and a statement of our state certifications. i I attest under the pains and penaltles of perjury that, based upon my inquiry of those individuols immediately responsible for obtaining the information, the material contained in this report is,`to the-best of my knowledge and belief,accurate and complete: Should you have any questions concerning this report, please do not hesitate to contact me. j Sincerely, i a i Jonathan R.Sanford President i j RS(caw ! Enclosures i I i I ; ZV47ROrSCHLAD'ORATORIF% k4,I1YC. JWA CER?:NO_MMA 063 _ dA98�1SD Awdadch, U4 0250 5d8{19�8-d460� 1.80�,,�9.64�60 . FAX(M)888."N ' CLIENT. Fred Clifford LOCA170M. CtW4At?DRWS., PO Box 430 r Lane S.Yarmouth, 1tlA 02w Marston Mills, MA COLLECTED BY., Fred Clifford SAMPLEDATE: 3/29/2001 SAMPLE TIAil,E. 8:30 WATER SMPLE TYPE: New Well DATE RECE/VSD. 3/29/2001 LAB I.D.#: 0103357 WELL SPECS.: NA RESULTS OFANALYSIS: Paaametem unu s Recommended Results Method Date Anelyzad Llmts CoMbrm backft 1100ml 0 0 9222 B 3/29/2001 PH PH units 6.5.8.5 5.53 4500 H+ 3/2912001 Conductance umhos/cm 500 126 120.1 3129QOOI Nitrate-At mgrL 10.0 4-28 300.0 3r28/2001 /Ildb*&N m91L 1.00 <0.003 300.0 3/29/2001 sofflurm rng/L 28.0 10.8 200.7 3129/2001 Iron rrwL 0.3 0.254 200.7 31,29=1 lHwpnese mg/L 0.05 0.057 200.7 3/29/2001 Votaul®Organics MTSE ug/L 70 0.8 EPA 524.2 1130/01 Chlomform ug/L 100 1.0 EPA 524.2 &30/01 COMMENTS. Low pH indicates high corrosive characteristics. Manganese is not a health hazard. WATER MEETS EPA STANDARDS AND iS SU/TABLE FOR DRIWJNG PUPpOSES FOR PARAMETERS TESTED., <-less than greater than a/d . TNTC�oo numerous to count L bo Dhector ,.�, .� .,.�,. ...,. ..,..�„ ..._. ,..,,. �..: vim-.,. ..«............. ...,.... .�.,...., v..z liR WADWATER i ANALYTICAL EPA Method 524.2 Volatile Organics by GCJM5 Field ID: 103337 Laboratory In: 39933-01 Project: ON I#A 4 (agher QC Batch M. VMS-1460-W Client: Envi Lab aturies Sampled: 03.29.01 Container. 40 mL YO ►a! Received: 03-29.01 Preservation; MCI/Coot Anal)-zed. 03.30.01 Matrix: Aqueous Dilution Fwor; 1 Page- 1 of 2 �. t 75-71-8 Dichtornsiiftuornnuthana RRL • ^ug/l 74.87.3 i Chloromethane . _- BRL u //L _ 0.5 75-01-1 Vinyl Chlorida 6RL i ul;& 0.5 74-83-9 Brion4n u l rethane - - BRL t).S 7540,3 Chloroethans _ ._...._..,.. _ BRL 1_..... 5_. 75-69-4 1 Trichloroftuoromethane ---+ M BRL u _0.5 75.35-4 1.1-D1th1or0eft616 BRL u I q.5�� TS09 2 Ntethyiene Chlyda __ BRL ug/L 0.5 156.60.5 I_trans-1,?,.1�lchloroethme _ _ _ BRL _ ugh. 0.5 f 64p6 d Methyl toy tort-11Ether;AiTBEj 0.& �- a 5 T3.34-3 1,1,D1chlonxKhane ORL u5n 0.5 M20.7 2.2-Dichlomprolme. BRL UWL 15&59.2 cis-1.2-Ctiehloruethene ORL 74-97-5 _ _Brornochloro;;Zimne BRL ug/L _0.5 + 6T-fi6-3 Chlorafd:lm r 71-554 i lrirl-Trichloroothana ORL ustL _ 0•5 56.23.5 Carbon Tetrachloride BRL ue/L 0.5 563.56 t_ %1-0id4lOroA a BRL L 0.5 - 1 71-43-2 Benzene BRL u L- 0_5 j 107.O&2 - I'I 1 2-01ch'loraethane w BitL _ ug/L i 0.5 79-01-6 I Trichirxoethene BRL 7"- -'S 1,2-Dich'loropropane BRL 74-M5 3 Oi"Momethane n BRL L 0.5 75.27.4 Bromodichloromethane _ + BRL 0.5 10061-014 cis-i,3-Dichloropmponv BRL L r 0.5 lOb-88;3 Toluene _ 6RL 0.5 10061-02.6 trans-1,3•DichtoropMpene _ 8RL ug/L _ - 0.5 79.00.5 ._... 1.1,2-TritFdp r AroeT a _'.. _ - BRL_._ ._. _ 0.3 i 127-18-4 Tetradiloroethene i _ BRL ujVL 0.5 142.2" 1 ;-gichlom rarAno .,._.T 7.�.. BRL _ _ v L 0.3 24 1 .46.1 _ D 6ramothiorornwharw i BRL uWL 0.5 +i 1pF,9}4 t,a+plbromosthane i 8RL u9A 0.5 108-90-7 Chlorobamne - BRL 630-20.6 1,1 1,2•Tet�loroethane _I. ---- BRL a 0.5 _ .�_.. 100.41-4 - Ethzene u 0.5 �I 108-38-3f10&A7-3 meia-Xylem and ara-X Ione BRL _L CIS 1 95-A76 ortho-Xylone _- 8RL u 0.5 " 100.4�_5 5lyrene �i - t3Rt u C.S. 75-25.2 -_ 8romoform _ _ HR► _T_us/L 0.5 , 98.82.8 _ lsopr4Ylbenzene -_-_-• BRL -, u 1. 0_5 10H6.1 Bromobenzene M BRL 79.34-5 1,1,2,2 Teirachloroethane BRL u L 0.5 j t i Groundwater Analytical, Inc., P.O. Box 1200,228 Mair1 Street. Buzzards Bay,Mrs 02532 i y i OW LOR i ANAWCAw EPA Method 324a (Continued) Volatile Organics by GCJMS - - I Field ID- '10338 Laboratory ID! 39933-01 j Project Cli last 4 tagher QC Batch 1D! VMS.1460-w I Client: in iro tones Sampled_ 03.29-01 Containr.r. 40 mL VOA Vial Received: 03.29-01 Preservation: KCI I coal Analyzed: 03.30-01 i maoix. Aqueous Dilution Factor. 1 i Page: 2 of 2 ! i 96.184 1 t,3•Tri'chloropropane BRL 0.3 103-65-1 n-provy1wrizette BRL _ L 0.5 95.49-6 _2-Chlprotoluene BRL VL 0.5 _ 1,3 3-T� drnetdtylbvr2ene _r _ 9RL u 1. _0.5_,,I tb6.43.4 4is u.ene BRIL - ugfL 0.5 48 46-6 ten-Butrolbenzwo DRIL __ _uF 0.5 95.63.E t,2,4-Trimetttytbertlene _ BRL USIL0.5 135.984 _ sec-Butylbenzom ORL- ugtl. 0.5 541-7� 3-1 �1,3-Dic_hlorobenzene BRL 0.5 i 9U7-6 i 418cp_M�toluene _ BRL uglt i 0.5 tUS�tt'r7 t,417ichlQrpl)8rtzt'.r►@ - _ BRL u&IL —.5 93-50.1 i 1,2-bichloroben_zerre BRL - 0.4 104 S1 8_Tr►-Bat�T ni+ a BRL ug/L 1 0.3 ��12 t,2-btbrnmo 3�chlori>�ropane _- BRL — ----� u 0.5 12Q82-1 1,2�4-Trtehiorobenwte BRL 87-65-3 i Hexachlarobutadiene BR! _ up,/L 0.5 4 �! 91-20-3 N8 htltalene - - —RL u T1— 0.5 1r2,3-Tr9 lambenzene—.k_... 1,2- 1 arobenzene d4 — 96 7D-130% i 448rorncAwonobet>zet'te 97% _ 70-130`3, _ Method Rtrfcft"e. Methods for the uctrnminftI*n of Organic-Compounhs In DnakMg Water,5upplemeni ill,U5 EPA, j BPA 6MR-95n31 0"S), Method Revbign 4.0. Analyte list as derlyed from 40 C.F.R.141.40 and � 40 GF.R.141.61,and additional analyze MTBE. Report Motatfams BRL InCles caarentration,if any,is below repo►ting!i1nit for analyze. Reporting liRtN'IS tho lew-st j concentnrion that tan be reliably quantified under mutine laboratory operating conditions. Reporting limits ant adjusted for sample dilution and sample size. I I I I i I I Groundwater Analytical,Inc., P.O.Box 1200,228 Main Stree-,Buzzards Say,MA 02532 � Town of Barnstable Regulatory Services Thomas F. Geiler,Director SASNUABM Public Health Division '°lFo 19. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Design er:er: Installer: S Address: Address: 1A)1�h ak 2 �. r � - OTT On as-issued a`permit to'install a installer) septic system at based on a de Lsign drawn by (a ess) b dated 0 J (designer) Xthat the septicsy stem referenced above was installed substantially acc x I certifylingto the design, which may include minor approved changes such as later, elocatiR of the distribution box and/or septic tank. < C) -� I c,-:tify that-the septic system referenced above was installed with m 'or ch —'ges - greater than 10' lateral relocation of the SAS or any vertical relocation o any cobhpooat of the septic system)but in accordance with State & Local Regulations. Plan risiotcor certified as- ' t by designer to follow. q DAVID S`r9c o C. G oTHULIN (Installer's Signature) No 29L � 9 crvr o A9c Cysts Q # t C �ONALENG�Fc` esi er's Si afore :_< , (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE•PUBLIC•HEALTH'DIVISIONS - CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form s C No. ----- � Fee------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVefi Con5truct ion Permit Appli -atiop is-lyere y made forperm.tto Con,�truct ( Z, Alter ( ), � Re air ( )an individual Well at: _Goy` -- Location Address Assessors Map and Parcel wner Address Installer — Driller Addres/� Type of B/ilding Dwelling -------- --- Other - Type of Building-= ----------- No. of Persons---------------_______ Type of Well Capacity--------- �--�— - — Purpose of Well---- ��-- — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed — la date Application Approved By —___— 2.11 Z _o/__ Application Disapproved for the following reasons: --- --------- -----��----�-- -- -- ------------------- date------- Permit No. — Issued--- ------- -- ----------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS Ta.GER Th t dividual Well Constructed ( , Altered ( ), or Repaired ( ) by---- — —--- ---- ------- — ----— ---------- ----- Installer at-__ ___----- -- --has been installed in accordance with th ' rovisions of the Town of Barnstable Board of Health 'Private Well Protection Regulation as described in the application for Well Construction Permit No. aQl__1 bated---- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. � _DATE-- Inspector BOARD OF HEALTH TOWN OF BARNSTABLE Yell Con$truct ion Permit N0.�V�wvi F --- 6 �e Permission is hereby granted -- -- -- -- --to Constru (Z4!lter or Repair ( ) an Irndivi ual Well at: No. G, - ------ -------------------- Street as shown on the application for a Well Construction Permit No.- — _ Dated--- -- —------------------------ --- — — — ---------------------------------- DATE Board of Health o� j Fee------------------- --, BOARD OF HEALTH _ TOWN OF BARNSTABLE ApplicationArVell Cootruct ion Permit Appli atiop, is lyere�l y mad for to Co t�ruct ( fx; Alter ( ), or Repair ( )an individual Well at: '-- — _ Location/Address Assessors Map and Parcel -- - caner - -- -------_-----Address rd 4 0 so Installer — Driller Addresi/' Type of Building Dwelling ------_—_---__—_- Other - Type of Building-- ______ No. of Persons—— ------__--______ Type of Well � Capacity-------!—f'---��—� ---- Purpose of Well-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed — -- -- ------ . f date Application Approved By z d afe Application Disapproved for the following reasons: ---------_— _______---_—_ - -- ------___-------date _ Permit No. -- Issued-- ----- -- --------- date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif icate ®f Compliance THIS IS T -C'ER t dividual Well Constructed ( Altered ( ), or Repaired ( ) by— / �-!C - ---— —--— --- ---- — ie Installer at has been installed in accordance with th 4 rovisions of the Town of Barnstable Board of Health Private Well Protection `&Regulation as described in the application for Well Construction Permit No. ` DO—G 1 bated--------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- -- Inspector-------- --- —_—___—_____ BOARD OF HEALTH TOWN OF BARNSTABLE Vell Con5truct ion Permit No. "-= " —`�I—' Fee Permission is hereby granted —__ — -------- —to ConstrugtAl er�) Repair an I�r divi ual Well at: No. (.-e `T — ---- - -- - - - - - street as shown on the application for a Well Construction Permit No.- — Dated -- -- ---_--------------- DATE Board of Health / — Town of Barnstable P# Department of Health,Safety,and Environmental Services �1KE Public Health Division Date Lo 367 Main Street,Hyannis MA 02601 • I eArwsNA S& °renrvr► Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: o uACA Pt G N� A,d &4 Witnessed By: w l/ LOCATION & GENERAL.NFORMA'TION Location Address Owner's Name Gory ��� �u6 0 U1S '� Address Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION REPAIR Telephone Land Use ( Slopes(%) %3 b Surface Stones /V O"" Distances from: Open Water Body N�_ft Possible Wet Area• 1VOiv ft Drinking Water Well ��y ft Drainage Way NX" : ft Property Line ft Other R SKETCH:(Street name,dimension of lot,exact ations of test holes&perc tests,locate wetlands in proximity to holes) �o\ v Parent material(geologic) 14G^M' OG fiL(As Depth to Bedrock n36 o Depth to Groundwater: Standing Water in Hole: N b AA Weeping from Pit Face A1 0 N ITS Estimated Seasonal High Groundwater _.._.................................................................................................................................................................................................... bETER1NA: 'rtI�I> O.R. EASb1VA .HGH:'UVATER>'t't1LE ...............:.................................................................................................................................................................................. .............................;: ................................................................................................................................................................................................................................. MethodUsed:.:::......................................................................._...__...................................... ............................................................... Depth Observed standing in obs.hole: 4 in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# _ .Reading Date: Index Well level. _.__ Adj.factor Adj.Groundwater Level - ;>:; PERCOLATION TEST pats. T��te .......::.::........:.:. Observation I Hole# � Time at 9" Depth of Perch i� ,,sD Time at 6" Start Pre-soak Time @ ( i�✓� � 't Time(9"-6") End Pre-soak �/ �� Q i((//✓ l Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP OB I�RvATIdN IICILE LOB TI0 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel �Z << � v 6( 1 -12N16 g—►Z(� Cz rh 7r�Y�s� DEEP OBSERVATION HOLE LOG Hole Depth from - Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel) 0_ A- y� M � y8-I Zv e M DEEP OBS;LRVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other ! Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) DE P O�B'SERV.A.TION HOLE LOG. 1**' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° el i 1 Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes h Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? I � Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. l Signature ,.• �^�/ Date�-��/0/ m 4ma 2: "ov >� m ocs�-_ uo� I j I I I I L I Q � d 7 ' curc.lccnrc:cdccLp��r, p S i � d 1 � I c A I I 1 UP _____ - --+s'•a• I J m e w c..mlum Z v I eFW P c q —I � N ia n 3 I l` - - 1 : up I 0_ a ... 1 1 5'-S- -••-�• I ... u I �i t � V -- .. -_-_ _ d ,� y. _ 1 Q I i oa`ao I I o 3 V II vOr FOJNr�>a.TioN PLAIN ._. ... � � I ;,AI`00 hLale: I/4" 1 •-O'• �pmt,'oe ZI_ Io i DRAMNG TYPE: � �� � FOUndaTiOn�IAf, I 3 , SHEET NUMBER: I 3Y P Oe�o c 3Ea45 ... ........... r'n 4f® oEo °330.. m = u QIIEb ,;ma_�so�'Y 4 0 .. DI i _cb�oo -------- 1T1TT I It it it I 1 1 I L4,- O _ I ILA I I r4 a I II 4 to=Tact ' III I � I I I I i I r:toFl.n.�Jn.•_.',v"n<. I ,� II I ' 1'I I II I I I I II I i I I I I 11 I I I � S hold l.l=c4 .r q;r{ -I I - .. .. .. -. I' i I I I I II I I I I 4 r I G Plan•ln:._tl.E: I ,j I I `I I I�' I II II 0 1 0 Plcc:Jo'�-_+.E � O II I I I II � II i—_t l Ij I I 1 I ' I I rr.r�nno ' t u i I i I I I I I I I I I w (I i I m •m G •.,, I! II I L-; I { - _ T.—"r : I III -U.-�--�-II li li �j_ I_ I i !� r I _ `�I-•-') -II_ II-- cII- II _II!- L_-Ilf - - I-- -'I- - per''•�EGOVJ FLOOD' F�f,i (E j p� ��jT FLOOp c i �- m_..Q in s. mo 1 _E C, - I II 1 I � I s xa F•f}cr.e i m'<.c. 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( SHEET NUMBER: .. - < A 2 OO -_ 54 0 `It <„ i„ 4 Q z E S 0 s s--- -- --- FJ I I I � I � v - I P I ' " I I <'-2`Y Igo-Ic.. r.�.a'-I t . :/n• +I f=EO� in 001"(• I I 4- -------------------- �.. of a 7;3_i o t iI ------------------------- v 1 T V o ao s vl � i I I DRAWING TYPE: J'eaond Floar Pion I I i { I SHEET NUMBER: oos3ea"s" • m = €� aqa-- ob 2' A•.phd.sh:�glcsl#yp.l z 5"Felt rap<r(typ.)���r.� ' ixy<� I R"Fiborglax insWa#ion-�98(#yp.) � `�\ 2 xb Gcitm ,joys+s 9 Typical 1 xa header i Z �� 1/1"GYP''Um board<+yp.) I NI L •� T.fG_plywood s 64t r I L - - A:uminvm drip.dqa—��•�T y-• Glved!r>iled(#yp.l � S O Atvm.:num +a dr 2 P:nc+rim(+yp.) A X" I ZxIOF' fJais} Co" EI 9'-6a'/'[" Elegy.-b'-Y 1,4" Typical 2 x 1 0 head.' w y �e"Fi.�-Insu.a#ion f=90(}YP-) I '7 1/2..Co{-'-ed cr_da'ciapbcard 5"T.W. - w/whir.c.aar shin?lr-s S"T.W. on all other waits(ty ) 1/2"Gypsum beard(}yp) p 1/2"Gypsum board(}yp.) I TY,.L m h......aa(}yp.) .: 2 x 9 pearinq wall 1/2"GOX plywood sh.a#hinq(typ.:R x<h}ud waii !o" Gl—J. naited(typ.) in ci � I ' 1 2 r I O Floor Joists e 1!o"a.c. Z x 1 O Floor Joists¢ 1 Ca"a.c. y._i ,•yJ7 - Elate.-O' I 1 %/9" '-� @ o 1 xm P.T.s,,,w/U�m -;A E•2 9 mud ;may. J",. o o pson. • T.G.Fav�aana:. # R sil:anchors e Yp.l 'o.c.and '(r /I —Cc"HJJ.I.suta Lion 2 1 i � 5 I \• ,\t� / 9/B"x'�"x5"C�earinq pla}a r•,�\\�� :�, I. � n _- A-.clwlt icvnda#ice s.:a✓:r--,-\�� / :• � __ v B"Poured concrase iounda+io.(typ.l `� / column w/90"x90"xI'eancre}c ioatinq \� i ...; f_.._a..t.. , `+N� •��,\` � � - %'Poured can re#.slab \� •°�o a 3 . rl'l.poly vapor barner `:\+'i-✓mil'. : ,- ..'\: • :\'\ 1\� Elegy.-:._�.. � N��'.f.,0 S ICo": 1 urea aonarc,c,00., (' \ \ ♦ \ ',\`\\��::.`f \ \'+` •\ -.\ \�`:\\- `� i \`�'-\ �\ .\`.,.••.� \ - __ tk Oaoo�QE Z C Bu E ti A4001 DR.4%VING TYPE: P�uJdlnn,GJ CGr�cn"R" SHrET NUMBER: 4 00 - n`'�i o 4Fu�ie� e a a osort'�ne Z o5/4 s - TTI oiLLL�_ ��'I ¢ - PA V' 62j T' li G S 0 0 ou s I- L �l/ d - I 1 L 1 1 Q I I LU /�, �IGNT E���r�T1oN ��•,`F�oNT ��Ey�.T-IoN o J',o.soo! Gale: i/4•'= i '-�" � - 4. 1 :. ... ... .,,.,,.. N in ciAR I O U i III I' i 1 I El! ; I.1 1 I; 6'-r'f'�i I--i L ,. �JAI J;1 eJL L 2 v 0 I _eF o o'"30 4 "_ns s OG;i E OQ Z I I I I 1 ------ 1 I I _-____J DRA WING TYFE: __________________ •______________________�t --- ---_______ __!----------1------------- 1 i'� Elwarions f-�t-f-IVATION :A��% Gale: SHEET NUMBER: Al o` uEoy"a_ e a oF�soJ ono r---------i " 3 m 2L o6g o�3 o I I e e u is i ______________I ,I J ----------------------------------------- c { _! O -------------------- I UP I � � . I I 4 I � 4, G e hem Y euHet I I�� -..c�.uuni<l pull civin Fi.4urc. � CFI OupI�.CPI auHcr ZO..�+ 4- i I I II O II I 1 I I I I I rannt•.c dcrcci n. (L .\ i Q 1 I___J .____ J ciOAn PJcc. ",.1 pc.�l �ch.t 4opn...,ram I .n•.il hcc it- --------------- � I �r•ec.k.r .r r - _ I Q---------- Tuy�K L d UP I I• i u.�/I-whr ___________________________________ 4 POUNr�1�T40N ELEGT�-�G�L PLAN v it It 0— _______ m v-.3..f\; 3 O.SC El _'__.--____G I G ! I 1 4'-1"X 1 1•-61.. I:; I "1 c"'m�•3 0 J 1 %—O"X I I•-!o" .'t I, ice! �• 1 Y n 25, 6 0 d w ,: ___ --- Zi ... .. .. G UP g1 c� _ O I O•o p i E aPato II s � $SSA o.o w 6 J I DRA WINS TYPE: HleunGal Pl...ns PIF—,r:z-(' PLOO� PLAN SHIFT NUN//B FR: 14%clf00 N - 0 . � • IO'-O"r 12•_0„ dI � � �� o'im u toy' -- II fn1L Ul 1 z ,1 Ili i ------------- .� � 0 PJEp(-'GOY!•1 1 A'-:"Y. 1 i I i --------------' ,—'. I L ----------- - -1 -- - S ----------------'---- ---- --- I. .. -----_----' 1 UP I I I I I 1 9 , o i I ' I _ ._ I i I EE I I f , I .... .... � I 1 I 1... , i UP n __________________________ ______-_-___---____________-_ I I �EO'FG OYI•1 � 1 '._A700! hGale: I/4"= i '-O" I ;; IH'-2•x IS'-10" Sri F.s4 Syr _____________________________________________ _____-___________-__-_.__________________ - I I _- � I------------------------- will l of J1I a I wolf`ra ZI Q C m i I U DRAMNC-_TYPE: "G�, ��GONf� FLOOD PLUT"(�If.jG PLAN Plumbing/Hc,rin9 P(o-n o SHEET T:UN6ER: A7CC? 75' V (EFFECTIVE 75' LENGTHj PROPERTY LINE ` -J 4 HIGH CAPACITY INFILTRATIORS a, N W/3.5' STONE AROUND AND 14" STONE UNDER 0 1500 GALLON SEPTIC TANK ��� \� 'cp. w 0000 BE 31 + T HIGH CAPACITY H-20 INFILTRATOR CHAMBER $' / \ Z = o Lo �i \ U MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER � � ° \ Q t tS = Ca < \\ YMM 1/4'to 1/2"DOUBLE WASHED`STONE B"AQN.. NON-TRAFFIC AREAS TOPSOIL 17" MIN.. H-10 LOAD AREAS _ as U ¢ � NATIVE ,' . ,,' "°+, .., t�-csk3� a .;:ei "� n D;10.9� / i 0 N BACKFlLL - .. =` y BASE AGGREGATE . a 3/ UNOISTURBED < DOU4�E WASHED '1 :`'��`�`+3 - :.f UNDISTURBEDDo i 1 O J ¢ I STOfE JZ EARTH EARTH DISTRIBUTION BOX J 00 LENGIH OF TRENCH VARIES SEE SEPTIC SYSTEM SECTION 0 cV W � O 9'-Icr INFILTRATOR TRENCH DETAIL NOT TO SCALE SEPTIC SYSTEM DIMENSION DETAIL SEPTIC SYSTEM DESIGN DATA GENERAL NOTES SEWAGE FLOW ESTIMATE 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON 6. REMOVE ALL UNSUITABLE SOIL, OeA AND B HORIZONS 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR FROM WITHIN FIVE FEET LATERALLY,AND UNDER THE SOURCE UNITS GPD/UNIT . QTY GPD COMMENT CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF TO ANY EXCAVATION FOR THIS PROJECT WORK. THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH SINGLE FAMILY RESIDENCE BEDROOM 110 3 330 310 CMR 15.02 (13) MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR DIG SAFE (1-888-344-7233)FOR VERIFICATION OF 15.255. TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER 2. EXCEPT AS OTHERWISE NOTED. ALL PROPOSED SEPTIC LOCATIONS. SYSTEM PIPING SHALL BE 4" DIA. SCH41) PVC SET TO THE 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL SEPTIC TANK LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS OF OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE DATA. (n SHALL BE 1/8TH INCH PER FOOT IF NOT- OTHERWISE NOTED. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN THE PROPOSED SEPTIC SYSTEM IS TO BE LOCATED AT LEAST Z TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1500 GALLON TANK ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE 150 FEET FROM EXISTING PRIVATE WATER SUPPLY WELLS. O 3. PRIOR TO CONSTRUCTION OF THE SE°TIC SYSTEM BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND N DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL OBTAIN A APPROVED BY THE HEALTH AGENT. THE CONTRACTOR > DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE TOWN OF SHALL SCHEDULE INSPECTIONS AS REQUIRED. W SOIL ABSORPTION SYSTEM BARNSTABLE HEALTH DEPARTMENT. CHAMBER GALLERY LEACHING AREA CAPACITY ~ � O NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL D_ F Lo (ft) (ft) (ft) (sf) (sf). (gpd) (gpd) (gpd) O o N 1 32 9.8 2.0 167 315 124 233 357 O a Z N d PERCOLATION RATE: 2.0 MINIJIN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 w m Q 1+j O Z J TOP FOUNDATION 703.20 w O w ¢ Y v1 ¢ z a 105 FINISH GRADE = EXISTING LOCATION: TP-1 % o � 0 1�1i � 3 LOCATION: TP2 ES. RISER TO MTHIN 6" OF F N. GRADE ELEV. DEPTH ELEV. DEPTH 101.8 0.0 OeA LOAM/M SAND 101.6 0.0 A - SILT LOAM/M SAND Z O 3 L_L4� 2' LEVEL PIPE SECTION �_ 101.4 0.4 701.2 0.4 - - - - - - - - B - LOAMY SAND B - LOAMY FINE SAND Q O O 100 98.13 06 99.8 2.0 Z= 98.49 98. 6 Cl - C SAND & GR 99.6 2.0 W O Cl - M/C SAND & GR � Z m � '77 07.8 4.0 9i.6 4.0 toy8 a99 ER C2 M/C SAND :2 N P. . C 2 MIN./IN 0-Lv Zu)w-10 4 °vc fF. DEPTH 96.06 95 s_o.ozo BOTH= CD w U Q 1n LLi W/3.5' STONEAROUND AN 14" STONE UNDER N =V O� JU¢I''AO 15DO GALLON < �N N on 0 INLET INVERT SEPTIC TANK 91.8 10.0 O 1n N N 10" BELOW W UTLET TEE OUTLET E BOTTOM 97.6 10.0 D_ Z¢N a¢ LIQUI LEVEL BAFFLE 14" BELOW `. >+U`�t,� NO GROUNDWATER BOTTOM O� o<¢=O w 90 LIQUID LE L ,,( ._4' NO GROUNDWATER �< Ij O F- _ r 4 y Q' Z < ui 32.0 ` SOIL TEST DATA V 0 17.5 9.5' 3.5' Y! ; k c - > } " , � ,� DATE: 2/1/01 9934 Q �W I- 85 EXCAVATOR: WRT _ ` 70 ` ",�,-° so 90 B.O.H. AGENT: GLEN HARRINGTON 50 ¢ -10 0 10 20 30 40 T, 60 % k V f ENGINEER: ARNE OJALA PE. SECTION TH RU SEPTIC SYSTEM `k 05-016 \ SHEET 2 OF 2 - M 04 LC) _ 00 �J6 TOWN OF SANDWICH 00 00 O� � V /�2 �� cn S 88'22'15o W si f ' �- ��. _ Z_ = LO o 70 Cn N < 1 x • ;I Q J N CO 4 ..M1�k'$ 00 00 Q / I / _ N W00 I 8 Logic � S III 1 111/ / ///// / // / l 1 _ -i,111 <��- �,�t .� Poi v / I l /I111111 // l l � y FkY , 51A� f4 12� 1/ / l o I 1 LOCUS MAP ,9 ST ASSESSORS MAP 12 PARCEL 006-003 PLAN REF: PLAN BOOK 558 PAGE-56 �yo o / / I I I I / �. PLAN DATE: APRIL 14, 2000 o -v l I ( IIII I� / I I LOT 4, 59,961±SF .. L �� —� 1 1 1 1 1 1 1 IIIIIIIIIIII / \ I I z DATE OF SURVEY: JUNE 1, 2005 zo 1,7o11Illllll II / I o f / I I i 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I LEGEND > gyLd p— EXISTING CONTOUR PROPOSED CONTOUR a 0 ul / I IIIII I _`5 � a � Zga ' LOT 4 I -�-' EXG. TREE/SHRUB LINE o o En N F I X 50.0 EXISTING SPOT ELEVATION � o �z� J w 0 I � I \ — / 60 / / / / / I I I I I I 117I 90 EASEMENT I_` I [50.0] PROPOSED SPOT ELEVATION = w � a INV / / / / / / g•# ( I PT TEST PIT/PERC TEST o c� o cn -� UN /5� // / // � 44" E / I 1 Q w / / /LOT j 11 l ll/ l 1 1 I I —W— WATER SERVICE z o 3 /l/ l( III 1 I 1 1 / ( `ID.> UTILITY POLE v= WELL Q I JW o= 75 �/ m Q�'o 95 - - J / /�/� //�/ // 11 lllll 1 I 1 I ( <� N a8N aW Z oL< N= LfLmwN EROSION CONTR JSZw L �F o 1. AN APRON OF 3/4" CRUSHED STONE 3" IN DEPTH OR dJ Z a N d I / // / / / // / / / // / / / 1 `' _., .:; 2" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED O.-J oo m a o No ?� ._ AT THE PROPOSED DRIVEWAY WHERE IT JOINS EXISTING ( W N O / / OF SV PAVEMENT. THE APRON SHALL BE IN PLACE AT THE TIME DOF 490 ��' DAVID cs � OF THE FOUNDATION INSPECTION AND SHALL BE 0 f o w G �a N MAINTAINED UNTIL THE PERMANENT DRIVEWAY SURFACE IS C. G R CONSTRUCTED. ALL SOILS, VEGETATION AND =j 40 0 20 40 80 160 �n AnTf�UIIN y CONSTRUCION DEBRIS FROM THIS PROJECT SHALL BE © Nm .4 J N0.30403 � CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. O O= p� PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER IN FEET ) a r�Q G4y4 GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE 1 inch = 40 ft. $�S gLENG� su REQUIRED UNTIL STABILIZATION OF THE SITE IS ACHIEVED. 05—016 SHEET 1 OF 2 Y TOP FNDN. AT EL. 101 .8' ACCESS COVER TO WITHIN 6' OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO LEGEND V MINIMUM .75 WITHIN 6" OF FIN. GRADE OF COVER OVER,PRECAST 2% SLOPE REQUIRED OVER SYSTEM PROPOSED WELL SANDWICH RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE LOW OVER HEAD WIRES �' s 98 8 FOR FIRST 2' `-- ELECTRIC CABLE T.V. `'` `POND PROPOSED ,1 ,500 98 2� & PHONE GALLON SEPTIC 98.2 7' -- 6 --- EXISTING CONTOUR SITE LOCUS , 98.52' TANK (H- 10 ) GAS 0 97.7' c 2' ® SIDES {-16.27 BAFFLE 97'9 EXISTING SPOT GRADE 98'07 -M- PROPOSED CONTOUR MASHPEE �ED STONE OR MECHANICAL 2' X174 PROPOSED SPOT GRADE DEPTH OF FLOW = 4' COMPACTION. (15.221 [21) 80,$ $ 1-14" g o 95 7' EXISTING TREES (TYP.) BARNSTABLE TEE SIZES: INLET DEPTH = 10' ""3 4 TO 1 1 2 DOUBLE WASHED STONE / / � UTILITY POLE OUTLET DEPTH = 14' ' SOIL TEST HOLE (2% SLOPE) (1% SLOPE) (1% SLOPE) SEE TEST HOLE LOG(S) POND FOUNDATION----13.4'--- SEPTIC TANK ------16.5'- - D-BOX 16.3' LEACHING FACILITY 5.3' '-OD F-OD PROPOSED SEPTIC TANK � SY _M PROFILE o PROPOSED LEACH FIELD LOCUS MAP (NOT TO SCALE) SCALE 1" = 2083' NOT ALL SYMBOLS MAY APPEAR IN DRAWING 90.40' ASSESSORS MAP: 012 PARCEL: 006 DEPTH (IN.) TH1 ELEVATION (FT.) DEPTH (IN.) TH2 ELEVATION (FT.) ZONING DISTRICT: RF ON 0& '�•� 0• SA D�LOAM 1�� YARD SETBACKS:* .3010 YR 3 1 100.55 .3 10 YR 3 1 10015 MEDIUM FRONT = 30' e S E S SIDE = 15' qN MEDIA D MqN D 50 10 Y8 4/2 100.38 50 10 YR 4/2 99.98 REAR = 15' t \ LOAMY SAND LOAMY FINE SAND 24' 10 YR14 6 98.80 24" 10 YC14 6 98.40 PLAN REF: BOOK 430 PAGE 60 COARSE SAND k GRAVE WD M/C SA & G vEL FLOOD ZONE: C 5� 603 +�, 5 2 7 96.80 'a. • C2 7 96.40 GROUNDWATER OVERLAY DISTRICT: GP MED 'i0 COARSE SAND MED TO COARSE SAND VERIFY WITH TOWN OFFICIALS 7 5 YR 5/8 2.5 YR 7/5 �1. \ 12NO WATER ENCOUNTERED�� 12 wNO WATER ENCOUNTERED�� 1 \ SOIL :LASS: 1 SOIL CLASS. I { \ \ PERC RATE: <2 MIN,/INCH PERC RATE: <2 MIN./INCH \ BOTTOM 3ERC: 60" BOTTOM PERC: 60" DATE: FEB 1, 2001 DATE: FEB 1, 2001 NOTES: \ \ \ ENG�IEER: ARNE OJALA, P.E.. P.L.S. ENGINEER: ARNE OJALA. P.E., P.L.S. \ \ (!OWM CAPE r'1117I 7':RINC^ (""- ,, C JC)E "NGINE'E!•?INC) WI 4EcS: GLEN HARRINGTON. H.D. WITNESS: GLEN HARRINGTON, H.D. 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON EXCA%ATC'Y: WRT EXCAVATOR: WRT \\ THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS _ \ \ SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 TEST HOLE LOGS' HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY \ \\ OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT LOT\ 4 '\ y AREA 5OT 1.38 AC i� (NOT TO SCALE) IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. \ 2. MUNICIPAL WATER IS UNAVAILABLE. ,X 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. 5 ` DESIGN FLOW: 1- BEDROOMS ( 1 10 GPD) - 330 GPD 6. PIPE JOINTS TO BE MADE WATERTIGHT. 7. WATER TEST D-BOX FOR LEVELNESS. USE A 330 GPD DESIGN FLOW 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 660 USED FOR LOT LINE STAKING. p \ SEPTIC TANK: 330 GPD ( 2 ) -» 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. USE A 1500 GALLON SEPTIC TANK 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT A - � --- INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LEACHING: FROM BOARD OF HEALTH. 0 - 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER 3q g' , LOT s SIDES: 2(30 + 9.83)2 ( 74) 1 18 PROPOSED SYSTEM. 24.0 p , JAREA - 58492 SF_1.34 ACJ 12. VERTICAL DATUM APPROXIMATED FROM QUAD \ BOTTOM: 30 x 9.83 (.74) = 218 I �• \ TOTAL: 454 S.F. 336 GPD PROPOSED k DWELLING T USE (4) H-20 HIGH CAPACITY INFILTRATORS WITH BOARD OF HEALTH r - 188. 1 1 , � 3.5' STONE AT SIDES, 2.5' AT ENDS AND 14" UNDER APPROVED DATE MA � o < 00 40'00' STA E & TITLE 5 SITE PLAN T L A I N = 75. C g508-362-4541 0 ``x sos 62-98W OF `I GALLAGHER LANE ,RIVE �' I IN THE TOWN OF: 1� (0h s� s 144 , down cape engineering, inc. (MARSTONS MILLS) BARNSTABLE 0 o, �� / \ PREPARED FOR: CIVIL ENGINEERS 4011 11610 0 13 •4 Mq LAND SURVEYORS HOUSING ASSISTANCE CORPORATION N cy \ -s 5s _ 939 main st. yarmouth, ma 02675 40 0 40 80 120 Feet Al N p�2 �, OJALA . SITE PLAN qF�, ��0 2 / ! / Q 1" = 40' FEBRUARY 7. 2001 SCALE: 1" 40' SCALE: DATE: 01-001 -L4 H. OJALA, DATE